Uses
|
Standard
|
| Rock Cavern Development |
- pre-feasibility studies
and planning assessments are required prior
to project planning
|
| Petrol
Filling Stations (PFS)
|
- general
site dimensions of new stations
PFS
without LPG facilities - 375m2
LPG
filling station - 375m2
PFS
with LPG facilities - 750m2
- minimum
depth : 15m (including footway)
- minimum
width of access : 6m
- site
dimensions of stations with container vehicles patronage
- minimum
depth : 15m (including a 3m footway)
- minimum
width of access : 8.5m
- siting
on Expressways
- at
least 2 km from any intersection
- preferably
form part of a service area
- siting
on Trunk Roads, Primary Distributor Roads and Rural Roads
A
- minimum
sight distance of 100m
- siting
on other roads lower in the hierarchy
- minimum
sight distance of 50m
- minimum
interval of 100m if located on
different sides of the road
- minimum
interval of 300m if located on the
same side of the road
- waiting
spaces
- 1
vehicle space adjacent to each metered filling point
- minimum
4 waiting spaces between the entrance and the filling
points
- additional
4 spaces for each service bay if general lubrication and
servicing facilities are available
- 1
additional space between each air-pumping point
- environmental
and fire safety considerations
- preferably
be located in relatively open areas
- avoidance
of noise and air disturbances
- covering
of facilities for carwashing, petrol filling and
maintenance activities, as well as car servicing and
lubrication bays
- provision
of adequate petrol-intercepting facilities
- provision
of proper drainage facilities
- proper
storage and disposal of chemical wastes
- compliance
with fire safety requirements
- provision
of fire hydrant within 100m
- general
separation distances of LPG filling station/facilities
- high-rise
residential/education/hospital : 55m
- commercial/recreational/industrial
: 15m
- low
density residential/incidental dwelling : 15m
- PFS
within buildings
PFS
(without LPG filling facilities) may be accommodated on
ground floors of carpark, industrial or commercial buildings
subject to :
- station
completely separated from other parts of building by
enclosures with fire resistance period of 4 hours
- site
open for ventilation on one of the longest sides or two
adjoining sides
- adequate
headroom and ventilation
- floor
area above to be used for occupancy with low
fire/life risk
- openings
and windows on three levels directly above should be
bricked up
- Quantitative
Risk Assessment and necessary planning approval
|
| Potentially Hazardous Installations (PHI)
|
- a consultation zone will be delineated for each PHI according to the topography, types of PHIs and their storage
capacities
- Hazard Assessment, Planning Study and Action Plan would be undertaken as the basis for land use planning and development control within each consultation zone.
|
| Vehicle Repairing Workshops
|
- low rise
building of 1 to 2 storeys
- maximum
plot ratio of 0.5
- proper
water supply and sewage disposal
system
- adequate
paving and drainage facilities
- suitable
fencing as visual screen
- in
purpose-designed buildings or on the
lower floors of industrial buildings
- minimum
size of 90m2 (10m x 9m)
- include a
dangerous goods store
- access
ramp of gradient 1 in 5 for cars
inner
radius 3.5m
outer
radius 6.1m
- access
ramp of gradient 1 in 10 for goods
vehicles
inner
radius 7.2m
outer
radius 13m
- minimum 1
car lift (minimum 6.15m x 3.2m)
- minimum 2
fire stairs (minimum 5.25m x 2.1m)
- 5.2m
floor to floor heights for cars and
7.2m for lorries
- access
point at least 15m from street corner
- 0.75
parking space per workspace (1)
or minimum 2 parking spaces per
workshop
cars :
5.0m x 2.4m with minimum 2.4m headroom
goods
vehicle : 11.0m x 3.5m with minimum 4.1m
headroom
|
| Port
Back-up and Open
Storage Uses
|
minimum
site requirements
- 5100m2
for container storage and repair
- 4900m2
for container yard
- 3000m2
for container lorry park
- 2000m2
for container freight station
- 1000m2
for other open storage uses
- 1 vehicle
space should be provided adjacent to each
metered filling point.
|
| Use of Land beneath Flyovers and Footbridges
|
- Flyover/footbridges sites should only be considered as alternative solution space for uses upon exhausting all other suitable sites, provided that such uses are acceptable in terms of land use, structural, fire safety, traffic, environmental, visual and all other relevant
considerations
- Uses beneath flyovers/footbridges are classified as acceptable, conditionally acceptable and unacceptable
uses
- Relevant works departments should include the requirements for identification of possible land uses beneath flyovers/footbridges in the Investigation Stage of new major flyover/footbridge projects after inclusion into Category B of the Public Works
Programme
- Application of the guidelines may be adjusted subject to the exact nature of use, locality of the site, design of the flyovers/footbridges and other relevant considerations
|